Index

_

_FieldOutputBase (class in edelweissfe.utils.fieldoutput)

A

acceptLastState() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) accumulatedConstraintNDof (edelweissfe.numerics.dofmanager.DofManager attribute) accumulatedElementNDof (edelweissfe.numerics.dofmanager.DofManager attribute) AdaptiveStep (class in edelweissfe.steps.adaptivestep) AdaptiveTimeStepper (class in edelweissfe.timesteppers.adaptivetimestepper) add() (edelweissfe.sets.orderedset.ImmutableOrderedSet method) (edelweissfe.sets.orderedset.OrderedSet method) addEntriesFromOther() (edelweissfe.fields.nodefield.NodeField method) addExpressionFieldOutput() (edelweissfe.utils.fieldoutput.FieldOutputController method) additionalParameters (edelweissfe.models.femodel.FEModel attribute) addPerElementFieldOutput() (edelweissfe.utils.fieldoutput.FieldOutputController method) addPerNodeFieldOutput() (edelweissfe.utils.fieldoutput.FieldOutputController method) advanceToTime() (edelweissfe.models.femodel.FEModel method) AnalyticalField (class in edelweissfe.analyticalfields.base.analyticalfieldbase) analyticalFields (edelweissfe.models.femodel.FEModel attribute)

applyAtIncrementStart() (edelweissfe.stepactions.base.stepactionbase.StepActionBase method) applyAtStepEnd() (edelweissfe.stepactions.base.stepactionbase.StepActionBase method) applyAtStepStart() (edelweissfe.stepactions.base.stepactionbase.StepActionBase method) applyConstraint() (edelweissfe.constraints.base.constraintbase.ConstraintBase method) applyDirichlet() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) applyDirichletK() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) (edelweissfe.solvers.nonlinearimplicitstaticparallelmk2.NISTParallel method) applyStepActionsAtIncrementStart() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) applyStepActionsAtStepEnd() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) (edelweissfe.solvers.nonlinearimplicitstaticparallelarclength.NISTPArcLength method) applyStepActionsAtStepStart() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) assembleConstraints() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) assembleLoads() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) assembleStiffnessCSR() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) assignAdditionalScalarVariables() (edelweissfe.constraints.base.constraintbase.ConstraintBase method) assignCurrentStateVars() (edelweissfe.materials.base.basehypoelasticmaterial.BaseHypoElasticMaterial method) (edelweissfe.materials.linearelastic.linearelastic.LinearElasticMaterial method) (edelweissfe.materials.vonmises.vonmises.VonMisesMaterial method)

B

BaseElement (class in edelweissfe.elements.base.baseelement)

BaseHypoElasticMaterial (class in edelweissfe.materials.base.basehypoelasticmaterial)

C

checkConvergence() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) checkDivergingSolution() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) checkObjectType() (edelweissfe.sets.orderedset.OrderedSet method) computeBodyForce() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) computeBodyForces() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) computeDistributedLoad() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) computeDistributedLoads() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) computeElements() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) (edelweissfe.solvers.nonlinearimplicitstaticparallelmk2.NISTParallel method) computePlaneStress() (edelweissfe.materials.base.basehypoelasticmaterial.BaseHypoElasticMaterial method) (edelweissfe.materials.linearelastic.linearelastic.LinearElasticMaterial method) (edelweissfe.materials.vonmises.vonmises.VonMisesMaterial method) computeSpatialAveragedFluxes() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) computeStress() (edelweissfe.materials.base.basehypoelasticmaterial.BaseHypoElasticMaterial method) (edelweissfe.materials.linearelastic.linearelastic.LinearElasticMaterial method) (edelweissfe.materials.vonmises.vonmises.VonMisesMaterial method)

computeStress2D() (edelweissfe.materials.linearelastic.linearelastic.LinearElasticMaterial method) computeUniaxialStress() (edelweissfe.materials.base.basehypoelasticmaterial.BaseHypoElasticMaterial method) (edelweissfe.materials.linearelastic.linearelastic.LinearElasticMaterial method) (edelweissfe.materials.vonmises.vonmises.VonMisesMaterial method) computeYourself() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) ConditionalStop configurePlotter() (edelweissfe.utils.plotter.Plotter method) ConstraintBase (class in edelweissfe.constraints.base.constraintbase) constraints (edelweissfe.models.femodel.FEModel attribute) constructDofVector() (edelweissfe.numerics.dofmanager.DofManager method) constructVIJSystemMatrix() (edelweissfe.numerics.dofmanager.DofManager method) copyEntriesFromOther() (edelweissfe.fields.nodefield.NodeField method) createFieldValueEntry() (edelweissfe.fields.nodefield.NodeField method) (edelweissfe.fields.nodefield.NodeFieldSubset method) criticalIter (edelweissfe.steps.adaptivestep.AdaptiveStep attribute) CSRGenerator (class in edelweissfe.numerics.csrgenerator) CutbackRequest

D

discardAndChangeIncrement() (edelweissfe.timesteppers.adaptivetimestepper.AdaptiveTimeStepper method) DisplacementElement (class in edelweissfe.elements.displacementelement.element) DivergingSolution dofIndicesPermutation (edelweissfe.elements.displacementelement.element.DisplacementElement property) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement property)

DofManager (class in edelweissfe.numerics.dofmanager) DofVector (class in edelweissfe.numerics.dofmanager) domainSize (edelweissfe.models.femodel.FEModel attribute)

E

edelweissfe.analyticalfields.base.analyticalfieldbase module edelweissfe.analyticalfields.randomscalar module edelweissfe.analyticalfields.scalarexpression module edelweissfe.config.analyticalfields module edelweissfe.config.constraints module edelweissfe.config.elementlibrary module edelweissfe.config.generators module edelweissfe.config.materiallibrary module edelweissfe.config.outputmanagers module edelweissfe.config.phenomena module edelweissfe.config.sections module edelweissfe.config.solvers module edelweissfe.config.stepactions module edelweissfe.constraints.base.constraintbase module edelweissfe.constraints.equalvaluelagrangian module edelweissfe.constraints.equalvaluepenalty module edelweissfe.constraints.linearizedrigidbody module edelweissfe.constraints.penaltyindirectcontrol module edelweissfe.constraints.rigidbody module edelweissfe.drivers.inputfiledrivensimulation module edelweissfe.elements.base.baseelement module edelweissfe.fields.nodefield module edelweissfe.generators.abqmodelconstructor module edelweissfe.generators.boxgen module edelweissfe.generators.cubit module edelweissfe.generators.executepythoncode module edelweissfe.generators.findclosestnode module edelweissfe.generators.planerectquad module edelweissfe.journal.journal module edelweissfe.models.femodel module edelweissfe.numerics.dofmanager module edelweissfe.outputmanagers.computetimemonitor module edelweissfe.outputmanagers.conditionalstop module edelweissfe.outputmanagers.ensight module edelweissfe.outputmanagers.fractureenergyintegrator module edelweissfe.outputmanagers.meshdatatofile module edelweissfe.outputmanagers.meshplot module edelweissfe.outputmanagers.monitor module edelweissfe.outputmanagers.plotalongpath module

edelweissfe.outputmanagers.statusfile module edelweissfe.points.node module edelweissfe.sets.elementset module edelweissfe.sets.nodeset module edelweissfe.sets.orderedset module edelweissfe.solvers.nonlinearimplicitstatic module edelweissfe.solvers.nonlinearimplicitstaticparallelarclength module edelweissfe.solvers.nonlinearimplicitstaticparallelmk2 module edelweissfe.stepactions.base.stepactionbase module edelweissfe.stepactions.bodyforce module edelweissfe.stepactions.dirichlet module edelweissfe.stepactions.distributedload module edelweissfe.stepactions.geostatic module edelweissfe.stepactions.indirectcontractioncontrol module edelweissfe.stepactions.indirectcontrol module edelweissfe.stepactions.initializematerial module edelweissfe.stepactions.modelupdate module edelweissfe.stepactions.nodeforces module edelweissfe.stepactions.setfield module edelweissfe.stepactions.setinitialconditions module edelweissfe.steps.adaptivestep module edelweissfe.steps.base.stepbase module edelweissfe.utils.exceptions module edelweissfe.utils.fieldoutput module edelweissfe.utils.inputfileparser module edelweissfe.utils.plotter module edelweissfe.variables.fieldvariable module edelweissfe.variables.scalarvariable module elasticityMatrix() (edelweissfe.materials.linearelastic.linearelastic.LinearElasticMaterial method) (edelweissfe.materials.vonmises.vonmises.VonMisesMaterial method) elasticityMatrix2D() (edelweissfe.materials.linearelastic.linearelastic.LinearElasticMaterial method) elasticityMatrixPlaneStress() (edelweissfe.materials.linearelastic.linearelastic.LinearElasticMaterial method) ElementFieldOutput (class in edelweissfe.utils.fieldoutput) ElementResultCollector (class in edelweissfe.utils.elementresultcollector) elements (edelweissfe.models.femodel.FEModel attribute) ElementSet (class in edelweissfe.sets.elementset) elementSets (edelweissfe.models.femodel.FEModel attribute) elNumber (edelweissfe.elements.base.baseelement.BaseElement property) (edelweissfe.elements.displacementelement.element.DisplacementElement property) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement property) ensightType (edelweissfe.elements.displacementelement.element.DisplacementElement property) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement property) errorMessage() (edelweissfe.journal.journal.Journal method) evaluateAtCoordinates() (edelweissfe.analyticalfields.base.analyticalfieldbase.AnalyticalField method) exportFigure() (edelweissfe.utils.plotter.Plotter method) exportPlots() (edelweissfe.utils.plotter.Plotter method) ExpressionFieldOutput (class in edelweissfe.utils.fieldoutput) extrapolateLastIncrement() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) (edelweissfe.solvers.nonlinearimplicitstaticparallelarclength.NISTPArcLength method)

F

FEModel (class in edelweissfe.models.femodel) FieldOutputController (class in edelweissfe.utils.fieldoutput) fields (edelweissfe.elements.displacementelement.element.DisplacementElement property) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement property) (edelweissfe.numerics.dofmanager.DofManager attribute) fieldsOnNodes (edelweissfe.constraints.base.constraintbase.ConstraintBase property) FieldVariable (class in edelweissfe.variables.fieldvariable)

finalize() (edelweissfe.utils.plotter.Plotter method) finalizeIncrement() (edelweissfe.utils.fieldoutput._FieldOutputBase method) (edelweissfe.utils.fieldoutput.FieldOutputController method) finalizeJob() (edelweissfe.utils.fieldoutput.FieldOutputController method) finalizeStep() (edelweissfe.utils.fieldoutput.FieldOutputController method) finiteElementSimulation() (in module edelweissfe.drivers.inputfiledrivensimulation) forceIter() (edelweissfe.sets.orderedset.OrderedSet method)

G

generateTimeStep() (edelweissfe.timesteppers.adaptivetimestepper.AdaptiveTimeStepper method) getAx() (edelweissfe.utils.plotter.Plotter method) getCoordinatesAtCenter() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) getCoordinatesAtQuadraturePoints() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) getCurrentResults() (edelweissfe.utils.elementresultcollector.ElementResultCollector method) getElementClass() (in module edelweissfe.config.elementlibrary) getFig() (edelweissfe.utils.plotter.Plotter method) getLastResult() (edelweissfe.utils.fieldoutput._FieldOutputBase method) getMaterialClass() (in module edelweissfe.config.materiallibrary) getNodeForIndexInDofVector() (edelweissfe.numerics.dofmanager.DofManager method) getNumberOfAdditionalNeededScalarVariables() (edelweissfe.constraints.base.constraintbase.ConstraintBase method)

getNumberOfQuadraturePoints() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) getNumberOfRequiredStateVars() (edelweissfe.materials.base.basehypoelasticmaterial.BaseHypoElasticMaterial method) (edelweissfe.materials.linearelastic.linearelastic.LinearElasticMaterial method) (edelweissfe.materials.vonmises.vonmises.VonMisesMaterial method) getResult() (edelweissfe.materials.base.basehypoelasticmaterial.BaseHypoElasticMaterial method) (edelweissfe.materials.linearelastic.linearelastic.LinearElasticMaterial method) (edelweissfe.materials.vonmises.vonmises.VonMisesMaterial method) getResultArray() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) getResultHistory() (edelweissfe.utils.fieldoutput._FieldOutputBase method) getSolverByName() (in module edelweissfe.config.solvers) getTimeHistory() (edelweissfe.utils.fieldoutput._FieldOutputBase method)

H

hasMaterial (edelweissfe.elements.base.baseelement.BaseElement property) (edelweissfe.elements.displacementelement.element.DisplacementElement property) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement property)

I

idcsOfConstraintsInDofVector (edelweissfe.numerics.dofmanager.DofManager attribute) idcsOfElementsInDofVector (edelweissfe.numerics.dofmanager.DofManager attribute) idcsOfFieldsInDofVector (edelweissfe.numerics.dofmanager.DofManager attribute) idcsOfFieldsOnNodeSetsInDofVector (edelweissfe.numerics.dofmanager.DofManager attribute) idcsOfFieldVariablesInDofVector (edelweissfe.numerics.dofmanager.DofManager attribute) idcsOfNodeFieldsInDofVector (edelweissfe.numerics.dofmanager.DofManager attribute) idcsOfScalarVariablesInDofVector (edelweissfe.numerics.dofmanager.DofManager attribute) ImmutableOrderedSet (class in edelweissfe.sets.orderedset)

indexToHostObjectMapping (edelweissfe.numerics.dofmanager.DofManager attribute) initializeElement() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) initializeJob() (edelweissfe.utils.fieldoutput._FieldOutputBase method) initializeStep() (edelweissfe.utils.fieldoutput.FieldOutputController method) InputExecption

J

Journal (class in edelweissfe.journal.journal)

L

largestNumberOfConstraintNDof (edelweissfe.numerics.dofmanager.DofManager attribute) largestNumberOfElNDof (edelweissfe.numerics.dofmanager.DofManager attribute)

length (edelweissfe.steps.adaptivestep.AdaptiveStep attribute) LinearElasticMaterial (class in edelweissfe.materials.linearelastic.linearelastic) linearSolve() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method)

M

MarmotElementWrapper (class in edelweissfe.elements.marmotelement.element) MarmotMaterialWrappingElement (class in edelweissfe.elements.marmotsingleqpelement.element) materials (edelweissfe.models.femodel.FEModel attribute) maxGrowIter (edelweissfe.steps.adaptivestep.AdaptiveStep attribute) maxIncrementSize (edelweissfe.steps.adaptivestep.AdaptiveStep attribute) maxIter (edelweissfe.steps.adaptivestep.AdaptiveStep attribute) maxNumberIncrements (edelweissfe.steps.adaptivestep.AdaptiveStep attribute) message() (edelweissfe.journal.journal.Journal method) minIncrementSize (edelweissfe.steps.adaptivestep.AdaptiveStep attribute) module edelweissfe.analyticalfields.base.analyticalfieldbase edelweissfe.analyticalfields.randomscalar edelweissfe.analyticalfields.scalarexpression edelweissfe.config.analyticalfields edelweissfe.config.constraints edelweissfe.config.elementlibrary edelweissfe.config.generators edelweissfe.config.materiallibrary edelweissfe.config.outputmanagers edelweissfe.config.phenomena edelweissfe.config.sections edelweissfe.config.solvers edelweissfe.config.stepactions edelweissfe.constraints.base.constraintbase edelweissfe.constraints.equalvaluelagrangian edelweissfe.constraints.equalvaluepenalty edelweissfe.constraints.linearizedrigidbody edelweissfe.constraints.penaltyindirectcontrol edelweissfe.constraints.rigidbody edelweissfe.drivers.inputfiledrivensimulation edelweissfe.elements.base.baseelement edelweissfe.fields.nodefield edelweissfe.generators.abqmodelconstructor edelweissfe.generators.boxgen edelweissfe.generators.cubit edelweissfe.generators.executepythoncode edelweissfe.generators.findclosestnode edelweissfe.generators.planerectquad edelweissfe.journal.journal edelweissfe.models.femodel edelweissfe.numerics.dofmanager edelweissfe.outputmanagers.computetimemonitor edelweissfe.outputmanagers.conditionalstop edelweissfe.outputmanagers.ensight edelweissfe.outputmanagers.fractureenergyintegrator edelweissfe.outputmanagers.meshdatatofile edelweissfe.outputmanagers.meshplot edelweissfe.outputmanagers.monitor edelweissfe.outputmanagers.plotalongpath edelweissfe.outputmanagers.statusfile edelweissfe.points.node edelweissfe.sets.elementset edelweissfe.sets.nodeset edelweissfe.sets.orderedset edelweissfe.solvers.nonlinearimplicitstatic edelweissfe.solvers.nonlinearimplicitstaticparallelarclength edelweissfe.solvers.nonlinearimplicitstaticparallelmk2 edelweissfe.stepactions.base.stepactionbase edelweissfe.stepactions.bodyforce edelweissfe.stepactions.dirichlet edelweissfe.stepactions.distributedload edelweissfe.stepactions.geostatic edelweissfe.stepactions.indirectcontractioncontrol edelweissfe.stepactions.indirectcontrol edelweissfe.stepactions.initializematerial edelweissfe.stepactions.modelupdate edelweissfe.stepactions.nodeforces edelweissfe.stepactions.setfield edelweissfe.stepactions.setinitialconditions edelweissfe.steps.adaptivestep edelweissfe.steps.base.stepbase edelweissfe.utils.exceptions edelweissfe.utils.fieldoutput edelweissfe.utils.inputfileparser edelweissfe.utils.plotter edelweissfe.variables.fieldvariable edelweissfe.variables.scalarvariable

N

nDof (edelweissfe.constraints.base.constraintbase.ConstraintBase property) (edelweissfe.elements.displacementelement.element.DisplacementElement property) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement property) (edelweissfe.numerics.dofmanager.DofManager attribute) NIST (class in edelweissfe.solvers.nonlinearimplicitstatic) NISTParallel (class in edelweissfe.solvers.nonlinearimplicitstaticparallelmk2) NISTPArcLength (class in edelweissfe.solvers.nonlinearimplicitstaticparallelarclength) nNodes (edelweissfe.elements.displacementelement.element.DisplacementElement property) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement property) Node (class in edelweissfe.points.node)

NodeField (class in edelweissfe.fields.nodefield) NodeFieldOutput (class in edelweissfe.utils.fieldoutput) nodeFields (edelweissfe.models.femodel.FEModel attribute) NodeFieldSubset (class in edelweissfe.fields.nodefield) nodes (edelweissfe.constraints.base.constraintbase.ConstraintBase property) (edelweissfe.elements.displacementelement.element.DisplacementElement property) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement property) (edelweissfe.models.femodel.FEModel attribute) NodeSet (class in edelweissfe.sets.nodeset) nodeSets (edelweissfe.models.femodel.FEModel attribute) number (edelweissfe.steps.adaptivestep.AdaptiveStep attribute)

O

OrderedSet (class in edelweissfe.sets.orderedset)

P

parseInputFile() (in module edelweissfe.utils.inputfileparser) Plotter (class in edelweissfe.utils.plotter) plotXYData() (edelweissfe.utils.plotter.Plotter method) prepareYourself() (edelweissfe.models.femodel.FEModel method) preventIncrementIncrease() (edelweissfe.timesteppers.adaptivetimestepper.AdaptiveTimeStepper method)

printKeywords() (in module edelweissfe.utils.inputfileparser) printKeywordsRST() (in module edelweissfe.utils.inputfileparser) printResidualOutlierNodes() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) printSeperationLine() (edelweissfe.journal.journal.Journal method) printTable() (edelweissfe.journal.journal.Journal method)

R

ReachedMaxIncrements ReachedMaxIterations ReachedMinIncrementSize readRestart() (edelweissfe.models.femodel.FEModel method) (edelweissfe.timesteppers.adaptivetimestepper.AdaptiveTimeStepper method)

reduceNextIncrement() (edelweissfe.timesteppers.adaptivetimestepper.AdaptiveTimeStepper method) resetToLastValidState() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method)

S

ScalarVariable (class in edelweissfe.variables.scalarvariable) scalarVariables (edelweissfe.models.femodel.FEModel attribute) sections (edelweissfe.models.femodel.FEModel attribute) setInitialCondition() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) setMaterial() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) setNewLineWidth() (edelweissfe.journal.journal.Journal method) setNodes() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method) setProperties() (edelweissfe.elements.base.baseelement.BaseElement method) (edelweissfe.elements.displacementelement.element.DisplacementElement method) (edelweissfe.elements.marmotelement.element.MarmotElementWrapper method) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement method)

setResults() (edelweissfe.utils.fieldoutput._FieldOutputBase method) (edelweissfe.utils.fieldoutput.ElementFieldOutput method) setVerbose() (edelweissfe.journal.journal.Journal method) show() (edelweissfe.utils.plotter.Plotter method) solve() (edelweissfe.steps.adaptivestep.AdaptiveStep method) (edelweissfe.steps.base.stepbase.StepBase method) solveIncrement() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) (edelweissfe.solvers.nonlinearimplicitstaticparallelarclength.NISTPArcLength method) solveStep() (edelweissfe.solvers.nonlinearimplicitstatic.NIST method) (edelweissfe.solvers.nonlinearimplicitstaticparallelarclength.NISTPArcLength method) (edelweissfe.solvers.nonlinearimplicitstaticparallelmk2.NISTParallel method) squelch() (edelweissfe.journal.journal.Journal method) startIncrementSize (edelweissfe.steps.adaptivestep.AdaptiveStep attribute) StepActionBase (class in edelweissfe.stepactions.base.stepactionbase) StepBase (class in edelweissfe.steps.base.stepbase) StepFailed subset() (edelweissfe.fields.nodefield.NodeField method) (edelweissfe.fields.nodefield.NodeFieldSubset method) surfaces (edelweissfe.models.femodel.FEModel attribute)

T

thickness (edelweissfe.elements.displacementelement.element.DisplacementElement attribute)

time (edelweissfe.models.femodel.FEModel attribute)

U

update() (edelweissfe.utils.elementresultcollector.ElementResultCollector method) updateCSR() (edelweissfe.numerics.csrgenerator.CSRGenerator method) updateResults() (edelweissfe.utils.fieldoutput.ElementFieldOutput method) (edelweissfe.utils.fieldoutput.ExpressionFieldOutput method) (edelweissfe.utils.fieldoutput.NodeFieldOutput method)

updateStepAction() (edelweissfe.stepactions.base.stepactionbase.StepActionBase method)

V

VIJSystemMatrix (class in edelweissfe.numerics.dofmanager) visualizationNodes (edelweissfe.elements.displacementelement.element.DisplacementElement property) (edelweissfe.elements.marmotsingleqpelement.element.MarmotMaterialWrappingElement property)

VonMisesMaterial (class in edelweissfe.materials.vonmises.vonmises)

W

writeDofVectorToNodeField() (edelweissfe.numerics.dofmanager.DofManager method) writeLastResult() (edelweissfe.utils.fieldoutput._FieldOutputBase method) writeNodeFieldToDofVector() (edelweissfe.numerics.dofmanager.DofManager method)

writeRestart() (edelweissfe.models.femodel.FEModel method) (edelweissfe.timesteppers.adaptivetimestepper.AdaptiveTimeStepper method) WrongDomain